Bridge Statistics for Fowler, Michigan (MI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 1883,  Location: SORREL ST IN FOWLER (Lat: 43.001861,  Lng: -84.742728),  Route carried "on" structure: State highway 21,  Year Built: 2005,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 3,160 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,567 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: WALTZ & STURGIS DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.720,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 20,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.8m (25.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1906,  Location: 3/4 MI E OF WRIGHT RD (Lat: 43.046811,  Lng: -84.723281),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 1,202 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,171 (year 2031),  Design Load: HS 20,  Features Intersected: W. BR. HAYWORTH(PEET CR),  Facility Carried by Structure: COLONY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.286,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 84.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 192,  Location: 1/4 MI N OF DEXTER TRAIL (Lat: 42.963222,  Lng: -84.739561),  Route carried "on" structure: County highway 1923,  Year Built: 2007,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 2,096 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,786 (year 2031),  Design Load: HS 20,  Features Intersected: STONY CREEK,  Facility Carried by Structure: WRIGHT ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 21.605,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 77.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1945,  Location: 0.2 MI N OF CENTERLINE RD (Lat: 42.944350,  Lng: -84.706564),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Posted for load,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 136 (year 2016),  Average Future Daily Traffic: 246 (year 2036),  Design Load: HS 20,  Features Intersected: MUSKRAT CREEK,  Facility Carried by Structure: DEXTER TRAIL
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.938,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft)

Condition: Channel: Fair,  Culverts: Serious,  Operating Rating: 17.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021

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Structure Number: 1947,  Location: 0.3 MI W OF FOREST HILL (Lat: 42.958017,  Lng: -84.689797),  Route carried "on" structure: County highway ,  Year Built: 1920,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 132 (year 2011),  Average Future Daily Traffic: 238 (year 2031),  Design Load: HS 20,  Features Intersected: STONY CREEK,  Facility Carried by Structure: TAFT ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.050,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Poor,  Channel: Poor,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $268,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $240,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1949,  Location: 0.3 MI S OF TAFT RD (Lat: 42.955111,  Lng: -84.715058),  Route carried "on" structure: County highway ,  Year Built: 1920,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 2.43m (7.97ft),  Average Daily Traffic: 65 (year 2011),  Average Future Daily Traffic: 117 (year 2031),  Design Load: HS 20,  Features Intersected: STONY CREEK,  Facility Carried by Structure: BAUER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.967,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.0m (78.7ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 52.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $320,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $360,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 195,  Location: 0.2 MI N OF TAFT RD (Lat: 42.961550,  Lng: -84.680547),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 80 (year 1979),  Average Future Daily Traffic: 150 (year 2009),  Design Load: HS 20,  Features Intersected: STONY CREEK,  Facility Carried by Structure: FOREST HILL ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 14.856,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1968,  Location: 0.1 MI S OF PARKS RD (Lat: 42.972589,  Lng: -84.759350),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 3.10m (10.17ft),  Average Daily Traffic: 87 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 157 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: STONY CREEK,  Facility Carried by Structure: TALLMAN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.216,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.8m (97.8ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Inventory Rating: 85.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1985,  Location: 0.2 MI N OF COLONY RD (Lat: 43.050375,  Lng: -84.719542),  Route carried "on" structure: County highway ,  Year Built: 1970,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 160 (year 1979),  Average Future Daily Traffic: 300 (year 2009),  Design Load: HS 20,  Features Intersected: PEET CREEK,  Facility Carried by Structure: BAUER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.634,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 89.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1997,  Location: 0.1 MI E OF WRIGHT RD (Lat: 43.032278,  Lng: -84.733642),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Posted for load,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 300 (year 1979),  Average Future Daily Traffic: 540 (year 2009),  Design Load: HS 20,  Features Intersected: PEET CREEK,  Facility Carried by Structure: KINLEY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.475,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Poor,  Culverts: Serious,  Operating Rating: 14.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 11.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021